Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 CANAL ' (1) ·
'CR-5A ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'CYPRESS CREEK ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'Thompson River ' (1) ·
Horse Creek (1) ·
Indian River ICW (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dubber Road ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'Fountainhead Blvd.' (1) ·
'HOLLY DRIVE ' (1) ·
'Hood Road ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Investment Lane ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Military Trail ' (1) ·
'MONET ROAD ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1) ·
'WB SR-710 ' (1) ·
I-95 SB (1) ·
SR-518 (1) ·
US-1 (1)
Number 008:
700007 (1) ·
700008 (1) ·
700043 (1) ·
700156 (1) ·
700181 (1) ·
700184 (1) ·
700206 (1) ·
705601 (1) ·
705603 (1) ·
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937000 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
937007 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-192 EB - Indian River ' (1) ·
I-95 NB and CR-5A (1) ·
I-95 SB -Lk Washington Rd (1) ·
SR-518 over Indian River (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26470845 (1) ·
26475245 (1) ·
26482992 (1) ·
26483050 (1) ·
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26490539 (1) ·
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26512989 (1) ·
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28042875 (1) ·
28050237 (1) ·
28070512 (1) ·
28070604 (1) ·
28072700 (1) ·
28075792 (1) ·
28084584 (1) ·
28100028 (1) ·
28461701 (1)
Longitude 017:
80040100 (1) ·
80040825 (1) ·
80041852 (1) ·
80042035 (1) ·
80043160 (1) ·
80043826 (1) ·
80043939 (1) ·
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80061936 (1) ·
80062177 (1) ·
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80074689 (1) ·
80075174 (1) ·
80075197 (1) ·
80095948 (1) ·
80101483 (1) ·
80101580 (1) ·
80352939 (1) ·
80370269 (1) ·
80373635 (1) ·
80374336 (1) ·
80375049 (1) ·
80384071 (1) ·
80401763 (1) ·
80422180 (1) ·
80533778 (1)
Owner 022:
Built 027:
Traffic 029:
1008 (1) ·
121 (1) ·
13500 (1) ·
15043 (1) ·
16340 (1) ·
171500 (1) ·
17300 (1) ·
18500 (1) ·
20000 (1) ·
26000 (1) ·
28000 (1) ·
3012 (1) ·
3300 (1) ·
34500 (1) ·
3500 (1) ·
35500 (1) ·
38250 (1) ·
41250 (1) ·
42500 (1) ·
46500 (1) ·
47500 (1) ·
500 (1) ·
5000 (1) ·
52000 (1) ·
55500 (1) ·
6000 (1) ·
630 (1) ·
7400 (1) ·
800 (1) ·
85750 (1) ·
8800 (1) ·
9188 (1) ·
9800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures. (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
1041 (1) ·
10410 (1) ·
1165 (1) ·
12839 (1) ·
1388 (1) ·
148776 (1) ·
150 (1) ·
15268 (1) ·
15941 (1) ·
17003 (1) ·
23422 (1) ·
26100 (1) ·
28350 (1) ·
297552 (1) ·
30015 (1) ·
32098 (1) ·
34700 (1) ·
3494 (1) ·
45110 (1) ·
48580 (1) ·
5726 (1) ·
59858 (1) ·
600 (1) ·
6000 (1) ·
6073 (1) ·
61592 (1) ·
66364 (1) ·
71569 (1) ·
73738 (1) ·
80678 (1) ·
82412 (1) ·
90220 (1) ·
96292 (1)
Clearance 116:
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